1989-9078 G (Plans) WORK TO BE DONE
NOTIFICATIONS
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
LEGEND BEARING AND CURVE TABLE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES Cmmw,/YEmiTTEE M: W IFIGTIONS
FOR PUBLIC BARKS CONSTRUCTION, THE DESIGN AND CONSTRUC-
------------------------------------------------------ AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A TitLN / TANDARDS
FOR THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL
ARC $ DELTA ARC RADIUS TANGENT SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR DR, AND MRS. EARL SINMNONS STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE AP-
ANGLE LENGTH LENGTH KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 319 SIERRA RIDGE DRIVE PROVED BY
THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
DESCRIP77ON SYMBOL __________________________ __ ______ ___ _____ ___ _______ __ SHOWN ON THESE PLANS, HOWEVER: ENCINITAS, CALIFORNIA
92024 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR
PROPOSED SINGLE FAMILY RESIDENCE, LOT 46, TRACT 3494 -1 ON RANCHO
-------- ---- --
SEGMENT k BEARING - - - -_ DISTANCE -------------- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENCINITAS DRIVE,
ENCINITAS CALIFORNIA" PREPARED BY A. R. BARRY AND
MEASURES TO PROTECT ANY EXISTING UTILITIES OR LEGAL DESCRIPTION ASSOCIATES DATED APRIL 10, 1989 SHALL BE
CONSIDERED AS A PART OF THIS
PROPER 7Y LINE MEASURES
LOCATED AT THE WORK SITE, IT IS THE GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOM-
CENTERLINE OF DRIVEWAY LOT 46 OF SAN DIEGO COUNTY TRACT No. 3494 -1 IN THE CITY OF MENDATIONS AND SPECIFICATIONS
CONTAINED WITHIN SAID REPORT,
EAIS77NG CONTOUR ELEVATION - - - (700) - - - CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
N 69 0 51 1 20" W 14.00 OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO AIiY ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, 3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION
f1Nl511E0 CONTOUR EL£VA LION 700 EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES ACCORDING TO THE MAP THEREOF No,
9051 FILED IN THE OFFICE AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET
2O 27 °00'00" 40,06 85,00 20,41 AND NOTIFICATION OF COMMENCEMENT OF WORK: OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
RIGHT -0F -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
RNISI'/ED ELEVA770N 70223 FS SAN DIEGO GAS & ELECTRIC: (619) 722 -1711 4, WRITTEN PERMISSION SHALL BE OBTAINED
FOR ANY OFF -SITE GRADING.
3 N 42 W 13,47 PACIFIC TELEPHONE: (619) 723 -1305 SITE ADDRESS: 5, CONTRACTOR SHALL, TAKE ANY NECESSARY
PRECAUTIONS REQUIRED TO PROTECT
EXISTING SPOT ELEVATION 700'20 O4 47 0 08 1 40" 65,82 79,99 34,90 ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR
WATER- OLIVENHAIN MUNICIPAL 1 -800- 422 -4133 1173 RANCHO ENCINITAS DRIVE APN: 264- 162 -26 DESTROYED SHALL
BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
PCC PAN ':•' : +i:,I OS N 90 0 00'00" W 16.65 SEWER - CARDIFF SANITATION 1 -800- 472 -4133 ENCINITAS, CA 92024
UNDERGROUND SERVICES ALERT 1- 800 - 422 -4133 6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT
OR BENCH MARK
PERPOSED CUT k WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED
\\ EDGE OF SLAB 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 DECLARATION OF RESPONSIBLE CHARGE
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR,
51/RFAC LOW i O6 N 90 0 00'00" W 27.72 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROTECT, 7, THE
CON'T'RACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
PHONE: (619)944 -5070 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS DEVICES, INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO
PROPOSED n OpE O 80 13.96 10.00 8,39 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
INSPECTION. PHONE, (619)944 -5070, ALL WORK PERFORMED DESIGN OF THE PROTECT AS DEFINED IN SECTION 6703 OF THE
REGULATIONS.
8 N 10 0 00 1 00" W 1.69 WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO BUSINESS AND PHOFMIONS CODE, AND THAT THE
DESIGN IS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
EX/SSPOT ELEVA ON (25. O REJECTION AND REMOVAL, NNSISTENT WITH CURRENT STANDARDS, STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN THE HOURS
1 O S 80 0 00 1 00" W 18,00 OF 5:30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOG-
I UNDERSTAND THAT THE CHECK OF PROTECT DRAWINGS AND NIZED HOLIDAYS,
;/WEZ) E 71ON Z5'S0 S REVIIEW O DOES REEVE ME, ENGINEER AS I I GRADING
OF WORK, OF
10 S 10 °00'00" E 17,78 1
CUT /F /LL NE 11 N 90 0 00 1 00" W 5. 5 \ MY RES ITILITIES FOR PROJECT DESIGN: 1, ALL GRADING
SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGI-
NEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION
\ 12 60 0 10 1 00" 10,49 9.99 5,7 BYs ,DATE= 8- PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS
AND COMPACTION OF
F. RINEONY RCE 28204 I C TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETER
-
\ � 13 S 29 0 50 1 00" W 13 36 ? l� 7 MINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION
OF GRADING
_ - -- MY REGISTRATION J •I 1iIW OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY
HIM
-----------------------
� ______ _
____ ____________ _ � EXPIRES ON 3 -21 -90 tu'r J� � OR UNDER HIS SUPERVISION AND THAT, IN HIS
OPINION, ALL EMBANKMENTS AND
, / Cl P THAT TION
R ALL EMBANKMENTS AND EXCAVAS ARE AEPTABLE
H TH E CCGF
\ \ L ® O
SOIL ENGINEER S CERTIFICATE THEIR INTENDED USE
\ 7�'
o 820 I I, A. R . R A iZQ \/ A REG CIVIL ENGINEER 2' pOSITIDR GE�ANDPPREVENT G RADE
PONDING OF WATER
2 DD IN
2 THE STATE OF GLI RNIF�A, PRINCIPALLY DOING BUSINESS IN
,jJ4 I THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SURFACE WATER AND AVOID DAMAGE TO
ADJOINING PROPERTIES OR TO FINISHED
2 � SAMPLING WAS MADE BY THE RR I PREV LENTEWITHIN OF FRESHLY SITE AND SHALL TAKE REMEDIAL MEASURES
TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND THE
� \ DATES AND ONE COMPLETE COPY OF EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
WITH MY 3, ALL AREAS TO BE FILLED SHALL BE PREPARED BE FILLED AND FILL SHALL
THE SOILS REPORT COMPILED FROM THIS STUDY
s< ti •�� \ U ,G' , BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
_ MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
AA FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND
PLANS AND THAT IINCLUDED THE ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
O 2
�. ) SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE E XPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 6" AND THEN COMPACTED PL
p \ I I GRADING ANS AND SPECIFICATIONS. �Q7 SS/Q TO A MINIMUM OF 90 PERCENT, IT SHALL
BE THE CONTRACTOR'S RESPONSI-
\ \ 4L �' e Nei,
\ SIGNEDs t R
B BILITY Ta PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORD -
Z \ \ \ ��' ! • �� Q (l v 4 :,ya ANCE WITH SPECIFICATIONS.
{!� N RCZ N0,s Z
276L3 !4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRO-
NN 8� \ a O� �J 4 \� VATIONS AND EMBANKMENTS S BE SHAPED, PLANTED AND AS DI SLOPES OF
qi SB �� � \ qj I EXP. DATE: 3 3/ 90 r x,ll
1 : � \ \ t 1 ' � RECTED BY THE ENGINEER OF WORK AND LEFT' IN A NEAT AND ORDERLY CONDI-
213. \
\\ ^ Exp 3L TION. ALL ST REMOVED ROOKS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION
\ 5 0 OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
AD 212.
ti , % \ REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
\ I
SPEC IAL NOTES OF F
\ � I 5, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTION TO THE ED �� PIL OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRAC-
TOR 90 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND
CONTRACTOR BY THE ENGINEER OF WORK. THE CIVIL ENGINEER'S
\ \ J FINISHED APPEARANCE PREE FRAM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION
SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF DEBRIS FILL SHALT. BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGI-
/� OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR NEER PRIOR TO THE DISFOBAL OF ANY SUCH MATERIAL.
fA THEIR ENPORCEMeIT.
AND
ASSUME THAT HE S
1� CONTRACTOR AGREES HALL SOLE EROSION CONTROL
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 1. IN CASE EMERGENCY WORK IS
REQUIRED, CONTACT EARL SIMMONS AT 753 -2628 ,
THE COURSE OF CONSTRUCTION OF THIS PROTECT INCLUDING 2, EQUIPKENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT
SAFETY OF ALL. PERSONS A
ND PROPERTY; THAT THIS
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
Q TO N RM ORMAL L WORKING ORKING HOURS, AND THAT THE CONTRACTOR SHALL SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON-
N STRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT,
/ 1
DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER 3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT APPROVAL
HARMLESS FROM ANY AND ALL LIABILITY, REAL, OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF ENGINEERING INSPECTOR. 4
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
PROPERTY, EXCEPTING LIABILITY ARISING FROM SOLE
o ` a ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
/ / \ �? ��• / � / NEG 2. ALL EARTH FORK QUANTITIES ENGI
ES� EVERIFIED BY THE PRODUCING RAINFALL.
5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA-
AIM
3. N TION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
Q \
MAINTAINING SHALL BE RESPONSIBLE FOR LOCATING, G AND /OR REMOVAL OF EXISTING UTILITIES, 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU-
` Q 4. CONTRACTOR SHALL REPAIR OR REPLACE ALL DESTROYED OR
TIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
DAMAGED SURFACE IMPROVEMENTS WITH LIKE IMPROVEMENTS OF CREATE A HAZARDOUS CONDITION.
EQUAL OR BETTER QUALITY.
0' 10' 20' / `��`` / (1arBS 7 . ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PLAN
SHALL BE INCORPORATED HEREON.
LANDSNG 8. GRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN AWAY FROM THE
SCALE 1 ~ = 2 / \`\ / - _ _ �� l � I FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
1. All slopes shall be planted and 9. ALL REMOVABLE A
VABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
irrigated in accordance with plans EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EX-
\� ✓ / d /y JO ^ ® G� FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
�J- \ EXCAVATION: 1,060 C.Y. FILL: 1,060 C.Y. �+
approved by the City Engineer. L
Plans shall conform to the City of AFTER EACH RAINFALL,
/ \ .G 7�' j / /t t\ WASTE /IMPORT: 0 C.Y. Encinitas Grading Ordinance and all 10 SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
�7 D 1`fJll adopted landscaping and irrigation RAGE OF GRADED SLOPES (908 COVERAGE) PRIOR TO NOVEMBER
15, THE z
C`/ T � S / ry ry MAXIMUM SLOPE 208 standards. SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE
J I WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
12' �3' C'" // � MAXIMUM 2. Finish grading and planting shall VERTICAL HEIGHT OF FILL 6 FEET
be accomplished on all slopes prior THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. a
to October 1 or ilmlediately upon (�
RANCHO ENG7N/TAS 1 CURB 1" CURB 2. DPE 1 J` � MAXIMUM VERTICAL CUT 4 FEET _ between 1 0cto f al l and es
Traded
DMYW: ROAD 2.) MAX CONCRETE DR/ I P` VOLUME OF CUT - 28,620 CUFT 2.60 AVE PRIVATE CONTRACT 0
$L E f �, --- ------ ------------ - - - - -- DEPTH OF CUT g 0
OP 2X SL OPE 2 2 \ \\
�� AREA of cLrr = 11,000 SOFT PERMITS M
/ B E / �" VOLUME OF PILL 28,620 CURT = 2.67 AVE D�ARTMlM PUBLIC WORKS z
10
REZONE PERMIT N0.
fie ' CITY OF /\ / \\ / \ \�� \�\. \� \. \�\i \� i \� \. \�\.\��� \�� \�� \� g --------- ---- ----- -- --- - - -- DEPTH OF
FILL GRADN® PIAfM FOIE
ENCINITAS �` AREA OF FILL = 10,700 SOFT SPECIAL USE PERMIT NO. LOT 48 SAN ®IEGIO a:
110
DEPTH OF CONCRETE SEC710N AND DEPTH OF BASE " i
E TO BE DETERMINED BY SO /LS ENGINEER / TENTATIVE MAP NO. COUNTY TRACT N®• 3404 - 1 W 0
NOTTE z
MAP No. 9051 P
� TYPICAL DRIVEWAY SECTION J CITY APPROVED CHANGES BENCH MARK CAS
I
ORNIA COORD/U►TE NOt)M 322- 1701 Z d I
No. Description Approved by Date OC -0073 Q'I SO 70P HOK A#WD WN SIM FN PST
C/JG /JV� TY tiIAP NO SCALE OWNER SHALL OBTAIN PERMIT DESCRIPTION: Approved By r of work: y
O
FOR WORK IN THE R/f4
NO SCALE LOCATION: 9W COP AVT EZ CAAM O DEZ NOP7E R AM AWW FE ROAD F. D. RWEHAR7 R.0 E 2[12W W
Z I
23 FT W RHO SAN 7E' FE t 60 FT S EL CAAI DEL NOr7E CA h. W W
COUNTY OF SAN DIEGO Q . Wes^ 6• I-$9 Z
RECORD FROM: ROBERT A. WARREN DATE Grading 9078G Z 0 i
119.476 U.SC A GS CITY ENGINEER R.C.E . 29814 Permit No.
ELEVATION: DATUM: W IL
FILE NO.